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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> _. I <br /> 7110 I <br /> ! <br /> LEGEND <br /> 500 Year Flood <br /> - 100 Year Flood <br /> 7100 I Approximate Ground Line <br /> NOTE <br /> Cross Sections are viewed in direction of <br />::2: 7090 flow, <br />;:) <br />r- <br />i3 <br />-l <br />W <br />> <br />w 7080 <br />-l 400 450 500 550 600 6 50 700 750 80( 850 <br /><[ Mc CASE CREEK CROSS SEC TION DP. REACH 3 <br />w <br />(j) CROSSES FIFTH ST, APPROXIMATELY 29 o FEET NORTH OF FLORIDA ST, <br />z <br /><[ <br />w <br />::2: <br />I <br />r- <br />w . <br />W <br />l1.. <br />Z 7140 <br />- <br />Z <br />0 I <br />r- <br /><[ <br />> m-t <br />w <br />-l 7130 <br />w <br /> , <br /> , <br /> 7120 <br /> EXHIB IT B-2 <br /> TYPICAL VALLEY CROSS SECTIONS <br /> SAN JUAN RIVER 8 Me CABE CREEK <br /> IN THE VICINITY OF PAGOSA SPRINGS <br /> 7110 FLOOD HAZARD ANALYSES <br /> 1000 1050 1100 1150 1200 1250 1300 1350 140p 1450 1500 <br /> WEST FORK CROSS SECTION F J. REACH 4 I ARCHULETA COUNTY, COLORADO <br /> APPROXIMATELY 700 FEET WEST OF INTERSECTION OF SAN JUAN STREET a. EIGHTIH STREET EXISTING CONDITIONS, OCTOBER 1975 <br /> , <br /> HORIZONTAL DISTANCE IN FEET I USDA-SCS <br /> I <br />